[gibby]

Hi everyone

I'm a 4th year Mechanical Engineering student completing my individual project on 'Local Plastic Failure Assessment in Pressure Vessel Design by Analysis'.

As part of this I'm trying to run a macro using ANSYS Mechanical APDL to perform the elastic analysis check equation 5.5 (sum of principal stresses less than or equal to 4*design stress) from the ASME code Section 8, Div 2 part 5.3. However, I can't get my macro to run and I'm a bit stuck.

Any help would be appreciated.

Thanks in advance

/CLEAR

*cfopen,stresses6,out,

*GET,NMAX,NODE,,NUM,MAXD

!Define array
*dim,sig1,array,nmax
*dim,sig2,array,nmax
*dim,sig3,array,nmax
*dim,sigsum,array,nmax
*dim,nodnum,array,nmax
*dim,dstres,array,nmax
*dim,design,array,nmax

*do,i,1,nmax

*set,nnum,i
*set,nodnum(i),nnum

*GET, siga, NODE, i, s, 3
*set,sig1(i),siga

*GET, sigb, NODE, i, s, 2
*set,sig2(i),sigb

*GET, sigc, NODE, i, s, 3
*set,sig3(i),sigc

! calculate sum of prin stress

ssum=siga+sigb+sigc
*set,sigsum(i),ssum
*enddo

*set,dstres(i),300000

*do,i,1,nmax

*IF,sigsum(i),LE,4*dstres(i),THEN
*set,design(i),1

*IF,sigsum(i),GT,4*dstres(i),THEN
*set,design(i),0

*enddo

*vwrite,nodnum(1),sigsum(1),design(1)
(f20.4,f20.4,f20.4)


!'SIG1: ',sig1(1),'SIG2: ',sig2(1),'SIG3: ',sig3(1),